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Annual Plan-PR NO 338/26-27 KAPPALI ANGANWADI MAINTENANCE -SIDE PROTECTION WALL WORKSKAPPALI ANGANWADI MAINTENANCE-General Civil Work-

Local Self Government Department

KALLAR GP | Kasaragod, Kerala

Amount: ₹3.4 LCloses: 27 Oct 2026

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Timeline

Published16 Oct 2026
Closes27 Oct 2026
Bid Opening29 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,409

Closing Date

27 Oct 2026, 2:00 pm

Tender Inviting Organisation

Name

SISUPALAN KOILARIAN

Address

OFFICE OF THE ASSISTANT ENGINEER KALLAR GP

Work Description

Annual Plan-PR NO 338/26-27 KAPPALI ANGANWADI MAINTENANCE -SIDE PROTECTION WALL WORKSKAPPALI ANGANWADI MAINTENANCE-General Civil Work-

Tender Information

Tender ID

2026_LSGD_878680_57

Reference Number

01/AE/LIDEW/2026/27KALLAR GP

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

150 days

Location

KALLAR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredE PAYMENT (.pdf)

RequiredINTERGRITY PACT CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹745

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,409

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

29 Oct 2026

Download Starts

16 Oct 2026

Download Ends

27 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retaining wall & compound wall
1.001	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	2.87	cum	-	-
1.002	OD258726/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	7.35	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	5.4	sqm	-	-
1.004	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1.08	cum	-	-
1.005	5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars	97.2	kg	-	-
1.006	OD86664/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	0.78	cum	-	-
1.007	OD254398/2026-2027: DPT Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	1.02	cum	-	-
1.008	OD254426/2026-2027:Steel work for purlin /single section with MS tubular( round ,square, or rectangular hollow tubes etc..) including cutting , hoisting , fixing in position , and applying a primer coat of approved steel primer , including welded bolted with special shaped washers etc .. completely . DETAILS OF COST FOR COST FOR 37.90KG (10.5M)	861.76	kg	-	-
1.009	12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	58	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1495572.xls

BOQ • 0.31 MB

S.pdf

Tender Documents • 1.86 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1retaining wall & compound wall
1.001	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	2.87	cum	-	-
1.002	OD258726/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	7.35	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	5.4	sqm	-	-
1.004	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1.08	cum	-	-
1.005	5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars	97.2	kg	-	-
1.006	OD86664/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	0.78	cum	-	-
1.007	OD254398/2026-2027: DPT Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	1.02	cum	-	-
1.008	OD254426/2026-2027:Steel work for purlin /single section with MS tubular( round ,square, or rectangular hollow tubes etc..) including cutting , hoisting , fixing in position , and applying a primer coat of approved steel primer , including welded bolted with special shaped washers etc .. completely . DETAILS OF COST FOR COST FOR 37.90KG (10.5M)	861.76	kg	-	-
1.009	12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	58	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1retaining wall & compound wall

1.001

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

2.87

cum

1.002

OD258726/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.35

cum

1.003

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.4

sqm

1.004

5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

1.08

cum

1.005

5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

97.2

1.006

OD86664/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

0.78

cum

1.007

OD254398/2026-2027: DPT Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

1.02

cum

1.008

OD254426/2026-2027:Steel work for purlin /single section with MS tubular( round ,square, or rectangular hollow tubes etc..) including cutting , hoisting , fixing in position , and applying a primer coat of approved steel primer , including welded bolted with special shaped washers etc .. completely . DETAILS OF COST FOR COST FOR 37.90KG (10.5M)

861.76

1.009

12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

sqm